@ARTICLE{Strzelecki_T._Numerical_2011,
 author={Strzelecki, T. and Bartlewska-Urban, M.},
 number={No 2},
 journal={Archives of Civil Engineering},
 pages={199-213},
 howpublished={online},
 year={2011},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={This paper presents simulation results of the consolidation process of the flotation waste landfill “Żelazny Most”. The mathematical model used in presented research is based on Biot’s model of consolidation and is extended with rheological skeleton. The load is the mass pressure of the landfill itself. The initial point selected for calculations was based on the ground water level calculated in a landfill. The creeping process in this waste landfill was analyzed along the north – south section. The solution is therefore 2D with the assumption of a plane strain state. Effective model parameters data were obtained in laboratory tests on the material from the waste landfill. Results obtained for a stress state in a storage state can help to determine whether the adopted linear model of visco-elastic medium does not lead to changes in the Coulomb – Mohr potential yield, showing the emergence of plasticity of material storage areas.},
 type={Artykuły / Articles},
 title={Numerical calculations of the consolidation of flotation weste landfill},
 URL={http://ochroma.man.poznan.pl/Content/83766/mainfile.pdf},
 keywords={consolidation process, poroelasticity theory, rheology, Kelvin - Voight rheological skeleton, Biot theory, flotation waste landfill, Żelazny Most},
}